PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/26/13 EST. NO.29 TIME 04:17 PM R.E. NAME: CALIXTO, MIGUEL 08-449314 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0142 232.85 E.W. @ F.A.(+) 051613 N 0458.0 0143 55.61 060713 N 0459.0 0144 1,450.21 061313 N 0460.0 0145 109.20 061713 N 0461.0 0146 1,299.32 051513 N 0457.0 004 0007 2,250.00 E.W. @ F.A.(+) 071013 N 0451.0 005 0005 34,399.29 A.C. @ U.P.(+) 081313 N 5 0 025 0010 4,220.62 A.C. @ F.A.(+) 120412 N 0262.1 0012 613.26 052213 N 0434.0 0013 245.89 052213 N 0435.0 0014 539.06 060413 N 0444.0 0015 1,078.14 060513 N 0446.0 0016 1,097.08 060713 N 0447.0 0022 360.61 071013 N 0463.0 0023 523.33 071113 N 0464.0 0024 236.41 071113 N 0465.0 0025 985.54 071213 N 0466.0 034 0005 3,081.69 E.W. @ F.A.(+) 071613 N 0467.0 52,778.11 TOTAL THIS ESTIMATE 861,842.02 TOTAL PREVIOUS ESTIMATE 914,620.13 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/26/13 EST. NO.29 TIME 04:17 PM R.E. NAME: CALIXTO, MIGUEL 08-449314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC PAY FACTOR DEDUCT -21,354.45 17 AC PAY FACTOR 21,354.45 21 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 10 MISSING PAYROLLS -10,000.00 20 MISSING PAYROLLS 10,000.00 22 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 LOCATION PROGRESS ESTIMATE 08-RIV-215-R38.0/38.9 ----------------- COFFMAN SPECIALTIES INC IN RIVERSIDE COUNTY IN MORENO 9685 VIA EXCELENCIA SUITE 200 VALLEY ON ROUTE 215 FROM 0.9KM SAN DIEGO CA 92126 NORTH OF EUCALYPTUS AVENUE UNDERCROSSING TO 0.5 KM WEST OF BOX SPRINGS ROAD OVERCROSSING FED. AID NO. ACNH-X065(95)N ,CMLN-6208(17) CONSTRUCT HOV IN EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 002 TIME-RELATED OVERHEAD WDAY 800.0000 528,000.00 22.000 17,600.00 517.000 413,600 003 TEMPORARY FENCE M 22.0000 9,680.00 404.500 8,899 004 TEMPORARY FENCE (TYPE ESA) M 30.0000 3,900.00 114.000 3,420 005 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 0.010 450.00 0.800 36,000 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.774 1,935 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 7.2000 11,448.00 53.340 384.05 2,493.630 17,954 008 TEMPORARY SILT FENCE M 5.0000 14,850.00 1,436.450 7,182 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 7.000 21,000 010 TEMPORARY COVER M2 1.9000 15,808.00 2,013.070 3,824 011 TEMPORARY CHECK DAM M 6.0000 780.00 16.000 96.00 128.140 768 012 MOVE-IN/MOVE-OUT EA 375.0000 4,500.00 6.000 2,250 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 1,600.00 3.000 480 014 STREET SWEEPING LS 50,000.0000 50,000.00 0.010 500.00 0.800 40,000 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.010 100.00 0.800 8,000 016 TEMPORARY SOIL BINDER M2 0.1000 4,300.00 68,301.840 6,830 017 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.016 800.00 0.663 33,150 018 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.010 750.00 0.800 60,000 019 TYPE II BARRICADE EA 50.0000 400.00 5.000 250 020 TYPE III BARRICADE EA 100.0000 1,300.00 8.000 800 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 950.00 48.950 1,223 022 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 12,250.00 21,579.500 15,105 PROGRAM CAS145 PAGE 2 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 172.000 5,160 024 TEMPORARY PAVEMENT MARKER EA 3.4000 8,194.00 4,862.000 16,530 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 19,500.00 1.989 12,928 026 TEMPORARY RAILING (TYPE K) M 25.0000 297,500.00 7,766.500 194,162 027 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 7.000 1,225.00 240.000 42,000 028 TEMPORARY TRAFFIC SCREEN M 10.0000 62,800.00 3,412.700 34,127 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 24,920.00 2,629.980 9,204 STRIPE (HAZARDOUS WASTE) 030 ABANDON CULVERT EA 1,700.0000 6,800.00 2.000 3,400 031 ABANDON MANHOLE EA 500.0000 500.00 1.000 500 032 OBLITERATE SURFACING M2 11.0000 7,590.00 662.560 7,288 033 REMOVE CHAIN LINK FENCE M 18.0000 9,270.00 436.000 7,848 034 REMOVE METAL BEAM GUARD RAILING M 29.0000 1,247.00 293.050 8,498 035 REMOVE DOUBLE THRIE BEAM BARRIER M 35.0000 5,250.00 141.000 4,935 036 REMOVE TRAFFIC STRIPE M 1.5000 27,750.00 6,677.170 10,015 037 REMOVE PAVEMENT MARKING M2 30.0000 990.00 73.660 2,209 038 REMOVE PAVEMENT MARKER EA 1.5000 5,070.00 2,708.000 4,062 039 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 3.000 300 040 REMOVE ROADSIDE SIGN PANEL EA 50.0000 150.00 0.000 0 041 REMOVE SIGN STRUCTURE WALKWAY KG 0.6000 1,842.00 0.000 0 (F) 042 REMOVE SIGN STRUCTURE EA 1,800.0000 1,800.00 1.000 1,800 043 REMOVE SIGN OVERLAY EA 225.0000 1,125.00 0.000 0 044 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,260.00 327.000 981 045 REMOVE OVERSIDE DRAIN EA 300.0000 600.00 0.000 0 046 REMOVE PIPE M 70.0000 23,100.00 346.720 24,270 047 REMOVE INLET EA 550.0000 4,950.00 7.500 4,125 048 REMOVE HEADWALL EA 840.0000 2,520.00 2.000 1,680 049 REMOVE MANHOLE EA 1,160.0000 1,160.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SLOPE PAVING M2 30.0000 9,270.00 371.000 11,130 051 REMOVE BASE AND SURFACING M3 15.0000 6,900.00 409.300 6,139 052 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 40,000.00 42.110 4,211 053 RESET ROADSIDE SIGN (ONE POST) EA 200.0000 800.00 1.000 200 054 RESET FRAMED SIGN PANEL EA 4,000.0000 12,000.00 0.000 0 055 RELOCATE CONCRETE BARRIER (TYPE K) M 2.6000 4,628.00 372.100 967 056 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 1.500 300 057 RELOCATE FRAMED SIGN PANEL EA 500.0000 2,000.00 0.000 0 058 ADJUST MANHOLE TO GRADE EA 750.0000 750.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 11,000.00 904.400 4,522.00 1,921.900 9,609 060 REMOVE CONCRETE M3 200.0000 10,600.00 2.600 520.00 55.490 11,098 061 REMOVE CONCRETE BARRIER M 40.0000 22,400.00 347.500 13,900 062 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 1,200.00 48.000 1,200 063 PLUG PIPE EA 250.0000 2,000.00 1.000 250.00 2.000 500 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000 066 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 1.000 60,000 067 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.950 19,000 068 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000 069 ROADWAY EXCAVATION M3 10.0000 498,000.00 1,055.800 10,558.00 43,988.250 439,882 070 ROADWAY EXCAVATION (TYPE Y-1) M3 8.0000 9,520.00 1,190.000 9,520 (AERIALLY DEPOSITED LEAD) 071 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 072 SETTLEMENT MONITORING PROGRAM LS 8,650.0000 8,650.00 0.660 5,709 073 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 074 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 8.4000 10,668.00 0.000 0 075 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 394,800.00 3,290.000 394,800 (F) 076 STRUCTURE EXCAVATION (TYPE D) M3 80.0000 266,560.00 3,429.300 274,344 (F) PROGRAM CAS145 PAGE 4 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (CULVERT) M3 16.0000 12,640.00 719.100 11,505 078 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 225,840.00 3,768.590 226,115 (F) 079 STRUCTURE EXCAVATION (TIEBACK WALL) M3 80.0000 29,360.00 367.000 29,360 (F) 080 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 306,900.00 5,212.300 312,738 (F) 081 STRUCTURE BACKFILL (CULVERT) M3 40.0000 14,000.00 326.400 13,056 082 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 195,700.00 3,905.720 195,286 (F) 083 STRUCTURE BACKFILL (TIEBACK WALL) M3 150.0000 5,850.00 25.000 3,750 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 24,640.00 308.540 24,683 (F) WALL) 085 SAND BACKFILL M3 60.0000 10,200.00 0.000 0 086 DITCH EXCAVATION M3 13.0000 44,980.00 1,194.600 15,529 087 PLACE AND COMPACT EMBANKMENT M3 5.0000 183,000.00 36,600.000 183,000 088 IMPORTED BORROW M3 6.0000 259,200.00 38,200.000 229,200 089 ROCK BLANKET M2 85.0000 335,750.00 0.000 0 090 EROSION CONTROL (BLANKET) M2 5.0000 32,100.00 0.000 0 091 EROSION CONTROL (TYPE D) M2 2.1000 97,860.00 0.000 0 092 FIBER ROLLS M 7.1000 26,128.00 260.000 1,846 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 0.000 0 094 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 0.110 3,300.00 0.330 9,900 095 CLASS 1 AGGREGATE SUBBASE M3 13.0000 166,400.00 230.000 2,990.00 9,849.900 128,048 096 CLASS 2 AGGREGATE SUBBASE M3 22.0000 1,848.00 51.000 1,122 097 CLASS 2 AGGREGATE BASE M3 40.0000 306,400.00 2,767.500 110,700.00 6,405.000 256,200 098 LEAN CONCRETE BASE M3 220.0000 13,200.00 34.500 7,590 099 HOT MIX ASPHALT TONN 69.0000 2,049,300.00 7,169.150 494,671.35 23,044.780 1,590,089 100 HOT MIX ASPHALT (TYPE B) TONN 100.0000 7,600.00 0.000 0 101 HOT MIX ASPHALT (OPEN GRADED) TONN 77.0000 184,030.00 0.000 0 102 DATA CORE LS 1,800.0000 1,800.00 0.000 0 103 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 6.7500 587.25 20.100 135.68 20.100 135 PROGRAM CAS145 PAGE 5 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 6.7500 8,707.50 460.200 3,106.35 460.200 3,106 105 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 6.7500 742.50 23.500 158.63 23.500 158 106 PLACE HOT MIX ASPHALT M2 13.0000 45,110.00 0.000 0 (MISCELLANEOUS AREA) 107 LIQUID ASPHALT (PRIME COAT) TONN 900.0000 34,200.00 0.000 0 108 ASPHALTIC EMULSION (PAINT BINDER) TONN 690.0000 2,277.00 0.000 0 109 TACK COAT TONN 690.0000 2,277.00 1.990 1,373.10 10.370 7,155 110 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 35,000.00 73.600 18,400.00 73.600 18,400 111 SEAL PAVEMENT JOINT M 20.0000 5,400.00 0.000 0 112 SEAL LONGITUDINAL ISOLATION JOINT M 100.0000 1,100.00 0.000 0 113 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 92,800.00 833.121 83,312 PILING 114 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 190.0000 160,170.00 844.660 160,485 PILING 115 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 364,500.00 79.611 358,249 PILING 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 269,000.0000 269,000.00 1.000 269,000 117 TIEBACK ANCHOR EA 2,800.0000 380,800.00 13.000 36,400.00 136.000 380,800 118 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 451,770.00 1,369.000 451,770 (F) 119 STRUCTURAL CONCRETE, BRIDGE M3 520.0000 2,796,040.00 5,393.970 2,804,864 (F) 120 STRUCTURAL CONCRETE, (TIEBACK WALL) M3 720.0000 86,400.00 50.000 36,000.00 91.000 65,520 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL M3 510.0000 825,690.00 1,622.350 827,398 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 285,600.00 476.000 285,600 (F) (TYPE N) 123 CLASS 1 CONCRETE (STRUCTURE) M3 730.0000 99,280.00 133.200 97,236 (F) 124 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 355,300.00 12.130 13,343.00 157.050 172,755 (F) 125 MINOR CONCRETE (BACKFILL) M3 135.0000 4,455.00 110.350 14,897 126 FRACTURED RIB TEXTURE M2 65.0000 81,770.00 1,257.720 81,751 (F) 127 DRILL AND BOND DOWEL M 50.0000 3,250.00 60.000 3,000 128 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 11,100.0000 66,600.00 6.000 66,600 GIRDER (15 M - 20 M) 129 ERECT PRECAST PRESTRESSED RECTANGULAR EA 2,500.0000 15,000.00 6.000 15,000 GIRDER 130 REFINISH BRIDGE DECK M2 250.0000 13,250.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,000.0000 18,000.00 16.760 16,760 132 JOINT SEAL ASSEMBLY (MR 80 MM) M 1,000.0000 9,000.00 0.000 0 133 JOINT SEAL ASSEMBLY (MR 90 MM) M 1,000.0000 9,000.00 0.000 0 134 POLYESTER CONCRETE EXPANSION DAM M3 8,300.0000 24,900.00 5.680 47,144 (F) 135 JOINT SEAL (MR 40 MM) M 270.0000 25,920.00 30.480 8,229 136 JOINT SEAL (MR 25 MM) M 120.0000 8,040.00 0.000 0 137 BAR REINFORCING STEEL KG 2.4000 27,031.20 9,310.800 22,345 (F) 138 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,763,070.00 1,039,050.500 1,766,385 (F) 139 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4500 233,325.75 95,351.000 233,609 (F) 140 BAR REINFORCING STEEL (TIEBACK WALL) KG 2.9000 189,370.00 3,811.000 11,051.90 65,300.000 189,370 (F) 141 SHOTCRETE M3 650.0000 92,950.00 22.000 14,300.00 144.620 94,003 (F) 142 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 36,680.00 3,668.000 36,680.00 3,668.000 36,680 (F) 143 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 3,668.00 3,668.000 3,668.00 3,668.000 3,668 (F) 144 INSTALL SIGN STRUCTURE (TUBULAR) KG 2.5000 6,750.00 0.000 0 (F) PORTION 145 FURNISH SIGN STRUCTURE (TUBULAR) KG 13.0000 35,100.00 0.000 0 (F) PORTION 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 5,320.00 0.000 0 (1.6 MM-UNFRAMED) 147 1524 MM CAST-IN-DRILLED-HOLE M 2,400.0000 43,200.00 18.000 43,200 CONCRETE PILE (SIGN FOUNDATION) 148 METAL (BARRIER MOUNTED SIGN) KG 14.0000 8,960.00 0.000 0 149 ROADSIDE SIGN - ONE POST EA 350.0000 2,800.00 0.000 0 150 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,400.00 0.000 0 (F) METHOD) 151 200 MM ALTERNATIVE PIPE CULVERT M 85.0000 7,310.00 40.540 3,445 152 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 3,840.00 7.300 1,752 153 600 MM ALTERNATIVE PIPE CULVERT M 210.0000 14,910.00 54.630 11,472 154 450 MM REINFORCED CONCRETE PIPE M 160.0000 64,000.00 349.105 55,856 155 600 MM REINFORCED CONCRETE PIPE M 210.0000 63,000.00 293.270 61,586 156 750 MM REINFORCED CONCRETE PIPE M 250.0000 14,250.00 57.340 14,335 157 900 MM REINFORCED CONCRETE PIPE M 295.0000 35,400.00 183.280 54,067 PROGRAM CAS145 PAGE 7 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 1350 MM REINFORCED CONCRETE PIPE M 550.0000 247,500.00 513.760 282,568 159 1500 MM REINFORCED CONCRETE PIPE M 775.0000 178,250.00 223.120 172,918 160 1800 MM REINFORCED CONCRETE PIPE M 1,100.0000 187,000.00 176.940 194,634 161 JACKED 450 MM REINFORCED CONCRETE PIPE M 2,500.0000 177,500.00 0.000 0 (CLASS V) 162 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,000.0000 204,000.00 0.000 0 (CLASS V) 163 JACKED 1350 MM REINFORCED CONCRETE M 4,000.0000 140,000.00 3.500 14,000.00 34.400 137,600 PIPE (CLASS V) 164 JACKED 1800 MM REINFORCED CONCRETE PIPE M 5,500.0000 1,100,000.00 193.000 1,061,500 (CLASS V) 165 CLEANOUT ASSEMBLY EA 500.0000 2,000.00 1.000 500 166 GEOCOMPOSITE DRAIN M2 10.0000 560.00 5.000 50.00 56.000 560 167 GRATED LINE DRAIN M 250.0000 7,750.00 0.000 0 168 300 MM WELDED STEEL PIPE CASING M 250.0000 6,250.00 25.000 6,250 169 400 MM WELDED STEEL PIPE CASING M 360.0000 9,000.00 25.000 9,000 170 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 620.0000 28,520.00 46.000 28,520 171 450 MM CONCRETE FLARED END SECTION EA 385.0000 770.00 1.000 385 172 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 173 1350 MM CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 174 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 1.000 400 175 900 MM PRECAST CONCRETE PIPE INLET M 520.0000 8,320.00 0.850 442.00 14.820 7,706 176 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,300.0000 11,700.00 8.480 11,024 177 1800 MM PRECAST CONCRETE PIPE MANHOLE M 1,500.0000 3,600.00 5.310 7,965 178 ROCK SLOPE PROTECTION M3 90.0000 3,060.00 223.820 20,143 (1/2 TON, METHOD B) 179 ROCK SLOPE PROTECTION M3 180.0000 1,080.00 0.000 0 (FACING, METHOD B) 180 ROCK SLOPE PROTECTION M3 85.0000 38,250.00 367.380 31,227 (BACKING NO. 1, METHOD B) 181 SLOPE PAVING (CONCRETE) M3 470.0000 126,430.00 0.000 0 (F) 182 SLOPE PAVING (CONCRETE-ROCK FACING) M3 700.0000 53,900.00 0.000 0 (F) 183 ROCK SLOPE PROTECTION FABRIC M2 5.0000 4,300.00 821.000 4,105 184 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 80,500.00 65.470 22,914.50 112.500 39,375 CONSTRUCTION) PROGRAM CAS145 PAGE 8 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (GUTTER) M 120.0000 24,240.00 141.000 16,920 (F) 186 CURB RAMP DETECTABLE WARNING SURFACE M2 150.0000 165.00 0.000 0 187 MISCELLANEOUS IRON AND STEEL KG 3.0000 37,023.00 4,307.000 12,921.00 6,488.500 19,465 (F) 188 ISOLATION CASING KG 6.0000 5,400.00 810.000 4,860 (F) 189 BRIDGE DECK DRAINAGE SYSTEM KG 6.0000 29,250.00 90.000 540.00 4,805.000 28,830 (F) 190 CHAIN LINK FENCE (TYPE CL-0.9) M 40.0000 5,200.00 50.000 2,000.00 125.000 5,000 191 CHAIN LINK FENCE (TYPE CL-1.8) M 48.0000 24,000.00 99.000 4,752 192 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 1,300.00 0.000 0 193 DELINEATOR (CLASS 1) EA 35.0000 1,820.00 0.000 0 194 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 49,500.00 45.720 3,429.00 114.300 8,572 195 VEGETATION CONTROL (ASPHALT CONCRETE) M2 60.0000 2,880.00 0.000 0 196 CHAIN LINK RAILING (TYPE 3) M 410.0000 33,210.00 81.000 33,210 (F) 197 CHAIN LINK RAILING (TYPE 7) M 200.0000 16,400.00 82.000 16,400 (F) 198 TUBULAR HANDRAILING M 335.0000 5,025.00 0.000 0 199 CONCRETE BARRIER (TYPE 26 MODIFIED) M 340.0000 30,940.00 91.000 30,940 (F) 200 CONCRETE BARRIER (TYPE 26A MODIFIED) M 1,100.0000 4,070.00 3.700 4,070 201 CABLE RAILING M 45.0000 11,745.00 127.550 5,739 (F) 202 TRANSITION RAILING (TYPE WB) EA 3,500.0000 38,500.00 1.000 3,500.00 3.000 10,500 203 DOUBLE THRIE BEAM BARRIER TRANSITION TO EA 3,500.0000 3,500.00 0.000 0 CONCRETE BARRIER 204 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0 205 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 700.0000 700.00 0.000 0 206 END CAP (TYPE A) EA 169.0000 338.00 2.000 338.00 4.000 676 207 END ANCHOR ASSEMBLY (TYPE SFT) EA 475.0000 1,425.00 1.000 475.00 2.000 950 208 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 28,200.00 1.000 2,350.00 4.000 9,400 209 CRASH CUSHION (TYPE CAT) EA 5,000.0000 10,000.00 0.000 0 210 CRASH CUSHION (TYPE CAT) BACKUP EA 740.0000 1,480.00 0.000 0 211 CONCRETE BARRIER (TYPE 60) M 300.0000 99,000.00 157.160 47,148 PROGRAM CAS145 PAGE 9 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60A) M 360.0000 17,640.00 0.000 0 213 CONCRETE BARRIER (TYPE 60C) M 300.0000 231,000.00 0.000 0 214 CONCRETE BARRIER (TYPE 60D) M 600.0000 4,200.00 0.000 0 215 CONCRETE BARRIER (TYPE 60G) M 400.0000 76,000.00 0.000 0 216 CONCRETE BARRIER (TYPE 60GC) M 450.0000 38,700.00 0.000 0 217 CONCRETE BARRIER (TYPE 732) M 260.0000 35,880.00 55.000 14,300.00 138.000 35,880 (F) 218 CONCRETE BARRIER (TYPE 732A) M 600.0000 4,200.00 7.000 4,200.00 7.000 4,200 (F) 219 CONCRETE BARRIER (TYPE 736) M 160.0000 79,200.00 497.340 79,574 (F) 220 CONCRETE BARRIER (TYPE 742 MODIFIED) M 200.0000 110,200.00 551.000 110,200 (F) 221 CONCRETE BARRIER (TYPE 742B) M 1,200.0000 9,600.00 8.000 9,600 222 CONCRETE BARRIER (TYPE 742A MODIFIED) M 260.0000 49,140.00 189.000 49,140 (F) 223 CONCRETE BARRIER (TYPE 60 MODIFIED) M 260.0000 16,900.00 0.000 0 224 CONCRETE BARRIER (TYPE 60D MODIFIED) M 190.0000 43,700.00 211.630 40,209 225 CONCRETE BARRIER (TYPE 60E MODIFIED) M 420.0000 46,200.00 55.000 23,100 226 CONCRETE BARRIER (TYPE 736B MODIFIED) M 300.0000 90,000.00 278.800 83,640 227 THERMOPLASTIC CROSSWALK AND M2 32.0000 5,760.00 0.000 0 PAVEMENT MARKING 228 THERMOPLASTIC TRAFFIC STRIPE M 0.7500 22,725.00 0.000 0 (SPRAYABLE) 229 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 8,720.00 0.000 0 230 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 570.00 0.000 0 231 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 5,532.00 0.000 0 232 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,320.00 0.000 0 233 PAVEMENT MARKER EA 18.0000 9,180.00 0.000 0 (RETROREFLECTIVE-RECESSED) 234 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 235 MODIFY TRAFFIC MONITORING STATION LS 85,000.0000 85,000.00 0.053 4,505 (COUNT) 236 MODIFY VEHICLE DETECTION STATION LS 30,000.0000 30,000.00 0.240 7,200 237 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.032 960 238 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.034 1,020 PROGRAM CAS145 PAGE 10 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0 240 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.679 40,740.00 0.871 52,260 241 MODIFY LIGHTING AND SIGN ILLUMINATION LS 220,000.0000 220,000.00 0.079 17,380.00 0.482 106,040 PROGRAM CAS145 PAGE 11 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-449314 TIME 04:17 PM ESTIMATE NO. 29 BID OPENING 01/13/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 963,612.56 17,407,135.30 ADJUSTMENT OF COMPENSATION 44,299.23 469,019.09 EXTRA WORK 8,478.88 445,601.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,016,390.67 18,321,755.43 242 MOBILIZATION LS 2,197,264.8000 2,197,264.80 1.000 2,197,264 ORIGINAL CONTRACT AMOUNT 23,446,680.00 TOTAL WORK COMPLETED 1,016,390.67 20,519,020.23 MATERIALS ON HAND ON SITE 26,676.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,016,390.67 20,535,696.64 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/04/11 660 07/11/11 06/28/11 03/27/14 517 18 4 0 84% 78% PROGRESS IS SATISFACTORY CALIXTO, MIGUEL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/13